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FRAME AND VANED GRATE
J'
1
r..LM OURFACE AND BOTTOM AREA
+p
`
RROVIDE UNIFORM CONTACT
THE SJrTFAC' AREA or THE BASE SECTION MUST
B E GROUTED TO THE BOTTOM AREP, of TFiE
+
ADJUNTPACNT Stcrl H
ADJUSTMENT SECTION
I
BASE SECTION
SEE NOTE 4
NOTES
I. THE COVER OR GRATING OF ACATC1I BASIN SI1ALL. NOT 13E GROLjTr;7 TO FINAL [GRADE UNTIL THE Fi, AL ELEVATION OF THE PAVEh1ENT,
{;CUTER, D1 tCH, 0R S;DErNALk IN WHICH IT IS fO BE PLAC:EU FiAS.BEEN I'STAt31 I:,tHr.rs; ANI) I1N l'1 Pf RMIr;,%% Hl m.At I L-N Ks LIVEN BY
TI IE E14GWEER 10 [,1'W[jT IN PLACE 1J ACCnf(L}ANCE WITI I AFIWA STANDARD SPFCIr1CATI0N 7-M .9.
SHI
MS HIMS �HA11 NOT ED: ImEn'I0 SIFT FtiAME' 'ro C;f2ADF. THE t1SE OF 94IMS IS PROMBITEEI.
:t. A C47NT1Ntt011 LAYER OF MORTAR 5iAI-E BE PLACED FIFTWFFN A:7,1I.J8-rMFN I f;IN(;:; AkIi) riI21C t `; I'IE;f31; I U I'LAC:LML-;J I.
4, f -Ir tJS>_ Or {CRICK la PERMITTED WHERE THE I}RICKS ARF STAGGpFRr•r1 rt7 (:RI.ATF A RUNNJN(G RONO ON BONO
5. a�I),Flj, fMi:NI':;Et;IIONS IALLI6LQWLI LOWA7f:N1'IUIII'T0'IIIEL;Orf(.)MAR1.h01 RIf'A0.IltMMI NI .;I C:1h')NVVIHHN0N:;fIItII KUW(JI
h s ;HifCl N[; aE +NEEN At-t,Jljs Erik d SkL: I K)N SHALL 03E WA t EFi I IGI I I .
1 r:;ROH I J:; 1 U I11 NON.f.l-IMNI.( IYPI- C;Fif1I d I Mtj-. 11Wi I11 !!E L1I81RHMEty I`t ills / 5Ttv1 t'.;7 I'Eti Al:,WA k IAN(1A13Lf SIIECIFICAlloN rf-Po.3 I f)II.
MAXIdAljhA Prf�CrNT DRv SI IRIM1JI(A(,F Tf I` MINVkil A-4 C:OURRi'.`;.SIVf S. E IV: N(3I H ` IAM I. RH 4,f1(K] PS,I AI I DAY PFR:APWA 31ANF)ARn
l;li-IL;FtiIli'N U 2D..I
R PICK 11 II 111*4 11{1I 1 S AItI 14> HI r;far]I 111 31 WA I - R IT;H F.
PUBLIC: WORKS 0,ASIN 9irl�Y1A@.I ��IGIPoI
n>a 1•}Ar�Tt�F�r•r
PRESSURE TREATED
7-1/2" X 7-1/2" CEQAR POST
(2)#4 HORIZ, TOP & 80TTOM
& (2)#4 VERTICAL (PER SIDE)
1/4" CHAMFER
SURFACIN
CRUSHED SURFACING
NOTE:
2" MINIMUM CLEARANCE BETWEEN RESAR &
CONCRETE SURFACE.
STD, PLAN '02,00
MARCH 2O08
TYPE- B
V 0 45' CHAMFER ALL AROUND TOP
f- PAINT TOP 5" WHITE ALL AROUND
r REFLECTIVE MARKER (TYPICAL BOTH SIDES)
I" DEEP NOTCH ALL AROUND
-1/2" Q 45` CHAMFER ALL EDGES
SLOPE CONCRETE FOR DRAINAGE
2"0/8" JOINT MATERIAL
,,,:':;:,'_._�, •;•.,•CaNCRE.TE SIDEWALK :
f7-
.I
12"
FIXED WOODEN BOLLARD
ADOPTED
CITY OF FENTON
+: +
STANDARD PLANS
LST DATE:04/04
DWG, NAME: H022 5P PAGE; H022
ASBUILT ROAD AND DRAINAGE NOTES AND DETAILS
FOR
ALL UIM AT TIFFANY PARK
PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 219
TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
FRAME AND VANED GRATE
OR T HEIGHT
TWO #3 BAR HOOPS FOR 1 Z' HEIGHT
RECTANGULAR ADJUSTMENT SECTION
Lr
b�
#3 BAR EACH CORNEF
43 BAR EACH SIDE
f!'i RIlR FAPF
PRECAST BASE SECTION
93 BAR EACH CORNER
IS" MIN
#3 BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP�
12"
{STD. SPEC. 9-3523
SCLID WALL PVC
(STD. SPEC. "" 2(1;)
15"
PROFILE WALL PVC
T5"
(ST4. SPEC.9-OS.12[2y)
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1. As aocepWiAe alternatives to the rebar shown In the PRECAST BASE
SECTION, fibers [placed according to the Standard Speciflcations].Of
wire mesh having a minimum area of 0.12 square Inctles per foot shall
be used with the minimum required rebar shown In the ALTERNATIVE
PRECAST 13ASE SECTION. Wire mesh shall not be placed In the
kn4Gkwts.
2. The knockout diameter shall not ber greater than 2D". KnOCkputg shall
have a wall thickness of 2" minimum to 2.5' maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe Is Installed, lithe gap with Joint mortar In araardance
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
Shall be 5'.
4. The frame and grate must be Installed MM the flange down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a raga of 1:24 or steeper.
6. The opening stlall he measured at the top of the precast base section.
7. All pickup holes shall he grouted full after the basin has been placed.
S. All grade rings and castings shall be set In m oar In accordance with
Standard SpedHlcatlon 9-04.3.
SEE 3407E 1
ALTERNATIVE PRECAST BASE SECTION
+� + PUBLIC WORKS CATCH BASIN TYPE I STD. PLAN - 200.00
�i DEPARTMENT
MARCH 2008
2 REVISED PER CITY COMMENT
1 ASBUILT
NO. REVISION
8
CATCH aASIN F RAVE AND VANED GRATE (DETAIL 2134.001
9
HANOHOLP
nor q =
RECTANGULAR AWIj5TMENT SECTION
i
0K
OR CIRCULAR ADJUSTMENT SECTION
°P
.
GROAT, TYPICAL IsEE Nc M 51
C}
a
-
PLAT SLAR TOP
LL
h
o
2
a
w
4P. 54'.9q`, 121, B4' DR.%-
�'
MORTAR FYP.)
0
-
3'TL•PS OR.f
`
LADDER
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E x
MORTAR FILLET v g .��- RFLFCr3CING STEE![7YP-f
` PPE 204iE 9Er1dNG
fi. T Zfi
SEPARATE13ASE INTEGRAL BASE
CAST -IN -PLACE PRFCAS'T WITH RISER
GRMS' EACxnl: FOR
NPE Z01,1E SE"G
SEPARATE BASE
PRECAST
HC
SEE NOTI
TOP VIFw
FRAME DETAIL
CURB OR CURB AND GUTTE11
NATCH TOP OF HOOT}
To TOP -OF cuRe (iYP.)
HOOD
=BRIB GUARD
ANED GRATE
LAME
ISOMETRIC VIEW
DETAIL SECTION O A y
CATCH BASIN -
1= 0.56)
FRA61B
GRATE
=34" (Vol DE SIDE)
CATCH BASIN TYPE: 1
_ = e(r W DE SIDE)
CATCH BASIN TYPE I
SEE NOTE t
SECTION { A }
NOTES
I. The asymmetry of the Combination Inlet shall be considered when
calculating the Offset distance for the catch basin. See SECTION A.
2. The dimensions of the Frame and Hood may vary slightly amerig dif-
ferent manufacturers. The Frame may have cast features Intended
to support a grate guard. Flood units shall mount outside of the
Frame. The methods for Fastening the Safety Bar Debris Guard Rod
to the Hood may vary. The Hood may Include casting lugs. The top
of the Hood may be cast with a pattem.
3. Attach the Hood to the frame with two 314' x 2" hex head bolts, nuts,
and oversize washers. The washers shall have diameters adequate
to assure full bearing across the slots.
4' When bolt -down grates are spedled In the contract, provide two
holes In the frame that are vertically aligned with the grate slots.
Tap each hole to accept a 518" n - 11 NC x 2" allen head cap screw.
Location of bolt -down holes varies among different manufacturers.
See BOLT- DOWN DETAIL
5. Only ductile Iron Vaned Grates shall be used.
B. This plan Is Intended to show the Installation details of a manufaD-
Lured product. It is not the intent of this plan to show the specific
details necessary to fabricate the castings shown on this drawing.
~ PUBLIC WORKS OPEN CURB FACE PLAN - 203.00
+ ++ DEPARTMENT FRAME AND GRATE
INSTALLATION DETAIL MARCH 2008
CATCH BASIN DIMENSIONS
CATCH
aA51N
OI5,ASIN R
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORC ING STEEL
In2AL IN EACH DIRECTION
SEPARATE BASE
INTEGRAL EASE
4E'
4'
B"
36,
B"
0.23
0.45
F4'
4.V
a"
42"
6"
43.19
0.19
8"
48'
6"
0.25
0.25
72'
61
a"
130"
17
0.35
0.24
04'
T
17'
72'
12'
an
0.4
01
8"
t2'
N,
1?'
0.38
0.79
NOTES
1. No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may he sloped to facilitate cleaning.
a The rectangular frame and grate must be installed wish the flange down.
The frame may be cast Into the adjustment section.
4. Knmkouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
a 1.5" minimum gap between the knockoul wall and the outside of the pipe. After
the pipe Is Instated, fill the gap with joint mortar In accordance With Standard
Specification M4.3.
5. Al grade rings, risers, and castings shall be set In mortar In accordance %& tl
Standard Spedticatlon 9-04.3.
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
Qf,EGR
ALL
METAL
CPSSP
D
SPUD
WALL
PVC
PROPILE
WALL
PVCQ
49'
24"
30"
24•
2i'
30"
54"
30'
36'
30,
27"
W"
61'
36'
42'
36'
39'
42'
72'
4T
S4'
42'
36.
48"
d4'
S4"
a0'
54'
36'
W.
96"
sa"
72"
BO'
36'
48"
Cmragaled Polyalh7Aane SLaRn Sewer pFae (Std. Spec. 9-05.201
(Std. Spec. 9-05.120))
1 (Sid. Spec. 9-05.12(2))
PUBLIC WORKS CATCH BASIN TYPE 2
DEPARTMENT
SURVEYED:
BCE
DESIGNED:
BJT
BK '11/20/18
BJT
DRAIN:
RAG
BK
11/2/18
BJT
CHECKED:
RAG
BY
DATE
APPR
APPROVED:
BJT
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
STD. PLAN - 201.00
MARCH 2O0B
CI TY OF
RENTON
Plonning/Building/Public Works Dept.
2
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CITY OF RENTON
EDEPARTMENT OF PUBLIC WORKS J 2
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APPROVED BY DATE W
�R 0
APPROVED BY DATE
v
APPROVED BY DATE bA ° CONSJ
APPROVED BY DATE v
ROAD AND DRAINAGE NOTES AND DETAILS D 1 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK:
PAGE:
MAINVUE WA, LLC DRAWING N0:
1110112TH AVE NE, SUITE 202 Uj
BELLEVUE, WA 98004 SHEET OF: ww Ild
U
IRP319121313171